CN207829203U - A kind of assembled architecture energy consumption antidetonation component - Google Patents
A kind of assembled architecture energy consumption antidetonation component Download PDFInfo
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- CN207829203U CN207829203U CN201820028009.7U CN201820028009U CN207829203U CN 207829203 U CN207829203 U CN 207829203U CN 201820028009 U CN201820028009 U CN 201820028009U CN 207829203 U CN207829203 U CN 207829203U
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- antidetonation
- sleeve
- energy consumption
- assembled architecture
- component
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Abstract
The utility model discloses a kind of assembled architecture energy consumption antidetonation components, it is related to assembled architecture field, aim to solve the problem that existing antidetonation component is all made of all-metal material, plastic deformation is big, the problem of being not easily repaired after shake, including earthquake-proof frame, the earthquake-proof frame side is equipped with antidetonation panel by welding, concrete component is equipped in the cavity that the antidetonation panel surrounds, embedded bar is equipped in the concrete component, sleeve is equipped with beside the embedded bar, the upper and lower ends of the sleeve are equipped with sealing rubber plug, it is equipped with overlap joint muscle in the sleeve and one end is pierced by the sealing rubber plug, the set cylinder pressure is perfused with high intensity, shrinkage-free grouting material, so that the energy consumption shock resistance of assembled architecture is suitable with cast-in-place structural system.
Description
Technical field
The utility model is related to assembled architecture field more particularly to a kind of assembled architecture energy consumption antidetonation components.
Background technology
The advantages of assembled architecture refers to that prefabricated component is built made of assemble in site, this building is construction speed
Soon, climate conditionality is small, saves labour and construction quality can be improved, present assembled architecture is widely used.But with
The development of society, the increase of the size of population and at this stage earth bottom case are in active period, there is the work of damping for building requirements
With to improve building safety, however the structure of most of assembled architecture cushioning members is simply unable to reach and subtracts at this stage
Shake effect.
In view of the above-mentioned problems, the Chinese patent that notification number is CN206646673U discloses a kind of assembled architecture energy consumption
Antidetonation component, including shockproof frame, damping metallic plate, damping interlayer, inside casing and buckle, shockproof frame are rectangular parallelepiped structure and adopt
With steel material, shockproof frame is welded by 12 metallic rods, and shockproof lower portion is equipped with damping by welding
Metallic plate, damping metallic plate are that rectangular configuration cuts a metal material, damping interlayer are equipped on the inside of metallic plate, damping interlayer is rectangular
Body space and it is internally provided with triangle fixing bracket, damping interlayer is connected with inside casing by welding, and inside casing is rectangular
Body structure and be all-metal material, inside casing and shockproof frame are fixed by snap, buckle be made of metallic plate and metal fixture, can
Play the role of damping to building body.
But the antidetonation component of the program is all made of all-metal material, plastic deformation is big, is not easily repaired after shake.
Utility model content
The purpose of this utility model is to provide a kind of assembled architecture energy consumption antidetonation component, makes the energy consumption of assembled architecture
Shock resistance is suitable with cast-in-place structural system.
The above-mentioned technical purpose of the utility model technical scheme is that：A kind of assembled architecture use
Consume energy antidetonation component, including earthquake-proof frame, and the earthquake-proof frame side is equipped with antidetonation panel, the antidetonation by welding
It is equipped with concrete component in the cavity that panel surrounds, embedded bar, the embedded bar side are equipped in the concrete component
Equipped with sleeve, the upper and lower ends of the sleeve are equipped with sealing rubber plug, are equipped with overlap joint muscle in the sleeve and one end is pierced by institute
Sealing rubber plug is stated, the set cylinder pressure is perfused with high intensity, shrinkage-free grouting material.
By using above-mentioned technical proposal, in the cavity power setting concrete component that antidetonation panel surrounds, construction, mixed
It is provided as the embedded bar of fixing end in solidifying soil component, and the sleeve for being used for being in the milk is set beside embedded bar, on sleeve
Lower both ends are equipped with the sealing rubber plug of tightness when ensuring grouting, are then worn in sleeve and corresponding with embedded bar overlap muscle
The connection structure of prefabricated components is formed, finally in set cylinder pressure perfusion high intensity, shrinkage-free grouting material, this structure makes two
The reinforcing bar of the opposite stress of root is anchored at overlap joint section respectively, can transmit brisance to having flexible, deformability grouting material and coagulation
Native component, to improve the energy consumption shock resistance of assembled architecture.
Further, the sleeve bottom side be equipped with injected hole, top side be equipped with gas vent, the injected hole and
Gas vent extension passes to outside concrete component.
By using above-mentioned technical proposal, injected hole is set in sleeve bottom side, gas vent is arranged in top side, can
Grouting operation is carried out using injected hole, when grouting material fills sleeve, can be overflowed from gas vent, is formed after condensation hardening and to be consolidated
Effect of contraction improves concrete deformation ability and ductile performance, and is easy to grouting operation.
Further, the sleeve and the contact surface of concrete component along its length are non-even surface, corrugated, spiral shell
Line shape, knurling, channel-shaped or dotted.
By using above-mentioned technical proposal, corrugated, shape of threads, knurling, channel-shaped or point-shaped contact surfaces, it is therefore an objective to be
The contact area for increasing sleeve and concrete component avoids its sleeve from being influenced the case where sliding, rupture occur by brisance, prevents
The energy consumption antidetonation component consumes.
Further, the embedded bar and sleeve side are provided along its length tie hoop, the tie hoop
Outer diameter is more than total outer diameter of embedded bar and sleeve.
By using above-mentioned technical proposal, embedded bar and sleeve are horizontally disposed with and are arranged tie hoop, it can effectively about
Beam overlaps the cross rib oblique compression cone wedge effect between reinforcing bar, prevents the development for causing longitudinal splitting crack.
Further, the antidetonation panel is made of several antidetonation units among inner panel, outside plate and the two, the antidetonation
Lamination rubber is filled in unit.
By using above-mentioned technical proposal, antidetonation unit is set among the inner panel and outside plate of antidetonation panel and fills lamination
Rubber makes its entirety have good compression tensile property, and holding stability is good, is unlikely to deform, the support construction that shock resistance is strong, and
Lamination rubber can also absorb the brisance of outside plate transmission.
Further, the antidetonation unit includes the strut sequentially to connect, and the strut is equipped with wave crest end and trough end, institute
It states wave crest end to be respectively positioned on same plane and abut with outside plate, the trough end is respectively positioned on same plane and abuts with inner panel.
By using above-mentioned technical proposal, the strut sequentially to connect is set between the inner plate and the outer plate, strut includes wave crest
End and trough end, wave crest end are respectively positioned on same plane and are fixed with outside plate, and trough end is respectively positioned on same plane and is fixed with inner panel,
Make antidetonation panel in stress, power can be transmitted along the setting direction of strut, make entire antidetonation unit in the towing force of lamination rubber
Lower generation elastic deformation undertakes main bearing capacity by strut, and lamination rubber plays main buffering anti seismic efficiency.
Further, the wave crest end is equipped with fixing collar with outside plate junction, the trough end and inner panel junction.
By using above-mentioned technical proposal, since adjacent strut can abut at wave crest end and trough end and to form supporting point,
In order to which the heavy burden of bigger can be born in supporting point, it is respectively provided at wave crest end and outside plate junction, trough end and inner panel junction
There is fixing collar, antidetonation panel stress is avoided to damage, improves the load bearing effect of antidetonation panel.
Further, the embedded bar is all made of Ribbed Bar with the overlap joint muscle.
By using above-mentioned technical proposal, embedded bar with overlap joint muscle be all made of Ribbed Bar, can increase with grouting material or
The bond stress of concrete makes the reinforcing bar vertically connected obtain maximum cross-section resistance moment.
In conclusion the utility model has the advantages that：
1, by the way that concrete component is arranged, the reinforcing bar for enabling to be overlapped on two in concrete component opposite stress transmits shake
Polymer microfibers are added in grouting material and concrete component to grouting material and concrete component in power, it is made to obtain one
Fixed retractility and deformability can improve the ability of whole energy consumption antidetonation；
2, by being arranged tie hoop outside sleeve and embedded bar, so that sleeve is combined with peripheral concrete component, protect
Card overlap joint muscle can preferably cooperate with embedded bar, constrain the cross rib oblique compression cone wedge effect between reinforcing bar；
3, by the way that the antidetonation unit in antidetonation panel and lamination rubber is arranged, so that brisance is transmitted absorption, ensure whole
While bearing capacity, buffering anti seismic efficiency is played.
Description of the drawings
Fig. 1 is a kind of overall structure diagram of assembled architecture energy consumption antidetonation component of the present embodiment；
Fig. 2 is the sectional view of concrete component in the present embodiment；
Fig. 3 is the explosive view of antidetonation panel in the present embodiment；
Fig. 4 is the enlarged diagram of part A in Fig. 3.
In figure, 1, earthquake-proof frame；11, antidetonation panel；12, concrete component；2, embedded bar；21, sleeve；22, it seals
Rubber stopper；23, muscle is overlapped；24, grouting material；31, injected hole；32, gas vent；4, tie hoop；51, inner panel；52, outside plate；53、
Antidetonation unit；54, strut；55, wave crest end；56, trough end；6, fixing collar.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
A kind of assembled architecture energy consumption antidetonation component, as depicted in figs. 1 and 2, including earthquake-proof frame 1, earthquake-proof frame 1
Side is welded with antidetonation panel 11, is secondly provided with concrete component 12 in the cavity that surrounds of antidetonation panel 11, in the present embodiment
Polymer microfibers are added when making concrete component 12, and proof strength while obtains certain retractility, can be in brisance
It repeats to be slightly curved under squeezing action and not damage.When construction, embedded bar 2 is set in concrete component 12 using as fixation
End, and the sleeve 21 for being used for being in the milk in the setting of the side of embedded bar 2,21 upper and lower ends of sleeve be sealed with sealing rubber plug 22 with
The compactness for ensuring grouting, with being equipped with overlap joint muscle 23 corresponding with embedded bar 2 in after sleeve 21 and one end is pierced by sealing
Rubber stopper 22, finally pressure injection high intensity, shrinkage-free grouting material 24 in sleeve 21, after the condensation hardening of grouting material 24
Concrete component 12 just can be connected to structure entirety, be operated convenient for assembled in situ.The reinforcing bar of two opposite stress is anchored at respectively
Section is overlapped, so as to transmit brisance to the grouting material 24 and concrete component 12 that have deformability, makes the consumption of assembled architecture
Energy shock resistance is suitable with cast-in-place structural system.
For ease of grouting material 24 is perfused in sleeve 21, as shown in Fig. 2, injected hole 31 is set in 21 bottom side of sleeve,
Gas vent 32 is arranged in its top side, and injected hole 31 and the extension of gas vent 32 pass to outside concrete component 12, pass through injected hole
31 carry out grouting operations, and while sitting pulp layer in sleeve 21 and fill, grouting material 24 can be overflowed from gas vent 32, that is, represent sleeve
21 are filled by grouting material 24, and should not have disturbance in twenty four hours after the completion of slip casting, finally block gas vent 32, then
Block injected hole 31, it is ensured that grouting material 24 is closely knit in sleeve 21.
As shown in Fig. 2, sleeve 21 and the contact surface of concrete component 12 along its length are non-even surfaces, in the present embodiment
In it is corrugated, also but shape of threads, knurling, channel-shaped or dotted, in order to increase sleeve 21 and concrete component 12
Contact area, avoid its sleeve 21 by brisance influenced occur sliding, rupture the case where, prevent the energy consumption antidetonation component consume.
In order to configure corresponding lateral confinement with embedded bar 2 to overlap joint muscle 23, energy consumption anti-seismic performance is further increased, such as
Shown in Fig. 2, tie hoop 4 is set along its length in embedded bar 2 and 21 side of sleeve, which is greater than
Total outer diameter of embedded bar 2 and sleeve 21, can operative constraint overlap joint reinforcing bar between cross rib oblique compression cone wedge effect, prevent from causing
The development in longitudinal splitting crack.Meanwhile being required according to the effect of contraction of connecting node, it can adjust the spiral of adaptation tie hoop 4
Spacing ensures and the comparable anti-seismic performance of cast-in-place shear wall.
Correspondingly, the antidetonation panel 11 being arranged outside concrete component 12 can also play building body the work of energy consumption antidetonation
With as shown in figures 1 and 3, antidetonation panel 11 is made of inner panel 51, outside plate 52 and several antidetonation units 53, support construction
Stability is good, is unlikely to deform, and has shock resistance outstanding.And it is filled in antidetonation unit 53 and has good compression draftability
The lamination rubber of energy, maximum variable amplitude reach positive and negative 30 centimetres, can absorb the brisance of the transmission of outside plate 52 significantly.
To solve 11 all-metal material of antidetonation panel, plastic deformation is big, the problem of being not easily repaired after shake, such as Fig. 3 and Fig. 4
Shown, antidetonation unit 53 combines lamination rubber, including the strut 54 sequentially to connect, and wave crest end 55 and trough are provided on strut 54
End 56, medium wave peak end 55 are respectively positioned on same plane and are fixed with outside plate 52, and trough end 56 is respectively positioned on same plane and and inner panel
51 fix.Anti-seismic structure is built in this way so that in stress, power can be transmitted antidetonation panel 11 along the setting direction of strut 54,
To which entire antidetonation unit 53 generates small elastic deformation under the towing force of lamination rubber, therefore 54 principal security of strut is whole
Bearing capacity, and lamination rubber plays main buffering anti seismic efficiency.Because having strut in the tow sides of antidetonation panel 11
The 54 Wave crest and wave trough stress points constructed, and be evenly distributed, so antidetonation panel 11 is not single by brisance direction.
Supporting point is formed since adjacent strut 54 can abut at wave crest end 55 and trough end 56, in order to can in supporting point
The heavy burden of bigger is born, improves the load bearing effect of antidetonation panel 11, as shown in Figure 3 and Figure 4, wave crest end 55 is connect with outside plate 52
Place, trough end 56 and 51 junction of inner panel are both provided with fixing collar 6, to further avoid the damage of 11 stress of antidetonation panel, have
Effect extends its service life.
Embedded bar 2 is all made of Ribbed Bar with overlap joint muscle 23, can increase the bond stress with grouting material or concrete, make to erect
Maximum cross-section resistance moment is obtained to the reinforcing bar of connection.
The operation principle of this assembled architecture energy consumption antidetonation component：It is arranged on concrete component that is prefabricated or first pouring 12
Embedded bar 2, diameter, quantity, arrangement meet the requirement of the lap of splice, secondly relatively pre-buried in concrete component 12
Sleeve 21 is buried in 2 side of reinforcing bar, and is arranged tie hoop 4 in the outside of sleeve 21 and embedded bar 2, keeps sleeve 21 mixed with periphery
Solidifying soil component 12 combines, and then wears overlap joint muscle 23 by the sealing rubber plug at 21 both ends of sleeve, is then used from injected hole 31
Slip casting in 24 phase sleeve 21 of grouting material is arranged earthquake-proof frame 1 simultaneously after the condensation hardening of grouting material 24 outside concrete component 12
The antidetonation panel 11 for burn-oning prefabricated.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (8)
1. a kind of assembled architecture energy consumption antidetonation component, including earthquake-proof frame（1）, the earthquake-proof frame（1）Side passes through weldering
The mode connect is equipped with antidetonation panel（11）, it is characterised in that：The antidetonation panel（11）Concrete structure is equipped in the cavity surrounded
Part（12）, the concrete component（12）It is interior to be equipped with embedded bar（2）, the embedded bar（2）Side is equipped with sleeve（21）, institute
State sleeve（21）Upper and lower ends be equipped with sealing rubber plug（22）, the sleeve（21）It is interior to be equipped with overlap joint muscle（23）And one end is worn
Go out the sealing rubber plug（22）, the sleeve（21）Interior pressure is perfused with high intensity, shrinkage-free grouting material（24）.
2. a kind of assembled architecture according to claim 1 energy consumption antidetonation component, it is characterised in that：The sleeve（21）
Bottom side is equipped with injected hole（31）, top side is equipped with gas vent（32）, the injected hole（31）And gas vent（32）Prolong
It stretches and passes to concrete component（12）Outside.
3. a kind of assembled architecture according to claim 1 energy consumption antidetonation component, it is characterised in that：The sleeve（21）
With concrete component（12）Contact surface along its length is non-even surface, corrugated, shape of threads, knurling, channel-shaped or point
Shape.
4. a kind of assembled architecture according to claim 1 energy consumption antidetonation component, it is characterised in that：The embedded bar
（2）And sleeve（21）Side is provided along its length tie hoop（4）, the tie hoop（4）Outer diameter is more than embedded bar
（2）And sleeve（21）Total outer diameter.
5. a kind of assembled architecture according to claim 1 energy consumption antidetonation component, it is characterised in that：The antidetonation panel
（11）By inner panel（51）, outside plate（52）And several antidetonation units among the two（53）Composition, the antidetonation unit（53）Inside fill out
Filled with lamination rubber.
6. a kind of assembled architecture according to claim 5 energy consumption antidetonation component, it is characterised in that：The antidetonation unit
（53）Including the strut sequentially to connect（54）, the strut（54）Equipped with wave crest end（55）With trough end（56）, the wave crest end
（55）It is respectively positioned on same plane and and outside plate（52）It abuts, the trough end（56）It is respectively positioned on same plane and and inner panel（51）It supports
It connects.
7. a kind of assembled architecture according to claim 6 energy consumption antidetonation component, it is characterised in that：The wave crest end
（55）With outside plate（52）Junction, the trough end（56）With inner panel（51）Junction is equipped with fixing collar（6）.
8. a kind of assembled architecture energy consumption antidetonation component according to any claim in claim 1-7, feature
It is：The embedded bar（2）With the overlap joint muscle（23）It is all made of Ribbed Bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820028009.7U CN207829203U (en) | 2018-01-08 | 2018-01-08 | A kind of assembled architecture energy consumption antidetonation component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820028009.7U CN207829203U (en) | 2018-01-08 | 2018-01-08 | A kind of assembled architecture energy consumption antidetonation component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207829203U true CN207829203U (en) | 2018-09-07 |
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ID=63392160
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820028009.7U Expired - Fee Related CN207829203U (en) | 2018-01-08 | 2018-01-08 | A kind of assembled architecture energy consumption antidetonation component |
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| CN (1) | CN207829203U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779066A (en) * | 2019-03-22 | 2019-05-21 | 周瑜 | A kind of building aseismicity structure |
| CN111456226A (en) * | 2020-04-17 | 2020-07-28 | 温州坤睿建设工程有限公司 | Light steel energy-saving prefabricated house and construction method thereof |
| CN115059234A (en) * | 2022-06-01 | 2022-09-16 | 连云港市建筑设计研究院有限责任公司 | Fabricated concrete slab with high shock resistance, template and production method |
-
2018
- 2018-01-08 CN CN201820028009.7U patent/CN207829203U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779066A (en) * | 2019-03-22 | 2019-05-21 | 周瑜 | A kind of building aseismicity structure |
| CN111456226A (en) * | 2020-04-17 | 2020-07-28 | 温州坤睿建设工程有限公司 | Light steel energy-saving prefabricated house and construction method thereof |
| CN115059234A (en) * | 2022-06-01 | 2022-09-16 | 连云港市建筑设计研究院有限责任公司 | Fabricated concrete slab with high shock resistance, template and production method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180907 Termination date: 20220108 |